CN114046176B - Access stope filling and roof connecting device and method - Google Patents
Access stope filling and roof connecting device and method Download PDFInfo
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- CN114046176B CN114046176B CN202111325376.6A CN202111325376A CN114046176B CN 114046176 B CN114046176 B CN 114046176B CN 202111325376 A CN202111325376 A CN 202111325376A CN 114046176 B CN114046176 B CN 114046176B
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- 238000000034 method Methods 0.000 title claims abstract description 36
- 239000002002 slurry Substances 0.000 claims abstract description 68
- 239000011435 rock Substances 0.000 claims description 6
- 210000004709 eyebrow Anatomy 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 5
- 239000004570 mortar (masonry) Substances 0.000 claims description 4
- 230000008569 process Effects 0.000 abstract description 11
- 238000007599 discharging Methods 0.000 abstract 3
- 230000000694 effects Effects 0.000 description 10
- 230000006872 improvement Effects 0.000 description 8
- 238000013459 approach Methods 0.000 description 7
- 238000005065 mining Methods 0.000 description 7
- 239000007788 liquid Substances 0.000 description 6
- 238000005429 filling process Methods 0.000 description 4
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- 230000002349 favourable effect Effects 0.000 description 1
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- 238000002360 preparation method Methods 0.000 description 1
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- 238000011084 recovery Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21F—SAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
- E21F15/00—Methods or devices for placing filling-up materials in underground workings
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Abstract
The invention provides a top-contacting device and a top-contacting method for filling of an access stope. The access stope comprises a transportation roadway, an access road connected with the transportation roadway and a filling retaining wall arranged at the inlet end of the access road, wherein the filling roof connecting device comprises a filling main pipe arranged at the top of the transportation roadway, at least three filling branch pipes with different lengths arranged at the top of the access road, a three-way pipe arranged between the filling main pipe and the filling branch pipes and a switching gate valve. The filling retaining wall and the access road form a sealed space for bearing slurry; when the slurry enters the filling branch pipe from the filling main pipe, the flow direction of the slurry can be adjusted by switching the switch of the gate valve, and multi-pipe multi-point simultaneous blanking or multi-pipe multi-point multi-step blanking is realized. According to the invention, the feeding holes of the three filling branch pipes with different lengths are respectively arranged at the inlet end, the middle part and the tail part of the inlet path, so that the discharging process can be controlled at any time through switching the gate valve during discharging, and the discharging holes can be conveniently switched.
Description
Technical Field
The invention relates to the technical field of mine stope filling, in particular to an access stope filling and roof connecting device and a filling and roof connecting method.
Background
The access filling mining method has the advantages of small stope exposed area, safe stoping operation, high resource recovery rate and the like, and is widely applied to mines with broken lithology of ore bodies and high ore resource value. The stope and the span of the access stope are both small, similar to roadway tunneling, the safety of stoping operation is ensured by a small exposed area, a retaining wall is built after ore removal, and a dead zone is backfilled by adopting a filling mode, so that conditions are created for stoping of surrounding stopes.
The drift filling mining method firstly needs to ensure that the exposed area of the stoping operation is small enough, so that the filling and roof-contacting process of each drift has extremely high requirements. If no top contact is filled or the top contact effect is poor when a stope is backfilled in a stope, on one hand, the top exposed area of a lateral stope is affected, the stability of the stope is greatly affected, and the accident risk is increased (if no top contact is filled when a stope 1 is backfilled in a dead zone, when a lateral stope 2 is stoped, the top exposed area of the stope 2 is the total top exposed area of the two stopes of the stopes 1 and 2); on the other hand, the stope cannot smoothly rotate, the rotation layer of the upward access filling mining method is established on the basis of the quality and the flatness of a lower layered filling body, and if the stope is not filled and connected with the top, the upper layer cannot be mined; the safety of the layer-changing of the downward access filling mining method depends on the overall strength of the upper-layer filling false roof, if the upper-layer filling body is not connected with the top, the upper-layer filling body cannot form an integral body with the upper-layer filling body, the quality of the filling body is greatly influenced, and the safe operation of mining work cannot be guaranteed.
The filling and roof-contacting process of the existing access filling mining method is generally divided into single-point blanking and multi-point blanking according to the difference of blanking points: (1) The single-point blanking is that the top of the approach is partially over-dug to produce the highest point of blanking, and the outlet of the filling pipeline is arranged at the highest point, so that the whole approach can be filled with slurry. Because the drift length of the drift filling mining method is long (generally 20-30m, even 50-60 m), considering the leveling property of paste slurry, when a discharge port is in top contact, the area far away from a discharge point cannot be filled with the long drift length, so that empty tops are generated, and even if a positive pressure forced top contact mode is adopted, the top contact effect is difficult to ensure. (2) The multipoint blanking process can be carried out by adopting a single-tube multipoint blanking mode and a multi-tube multipoint blanking mode. The single-pipe multipoint blanking can be realized by arranging a plurality of blanking ports on a single pipeline or continuously drawing out a filling pipeline in the blanking process. The patent with application number CN202021365296.4 discloses a synchronous unloading filling pipe-line system of multiple spot, sets up a plurality of feed openings on single pipeline, and a plurality of feed openings of packing in-process can only be the unloading simultaneously, can't change the unloading point according to actual need and carry out the unloading of fixing a point, is unfavorable for actual production. The mode that the filling pipeline is continuously drawn out to realize multipoint blanking in the blanking process has higher requirement on the filling pipeline, and the pipeline is difficult to move after the filling retaining wall is built, thereby being not beneficial to actual production. The mode of multitube multiple spot unloading is rare to have the report at present, and application number CN201520927464.7 discloses a pipeline that is applicable to the entering and fills multiple spot unloading, through the three-way valve with many filling pipe connection, set up a plurality of feed openings on the filling pipe, realize the unloading of multitube multiple spot simultaneously. The method still has the defects that fixed-point blanking can not be carried out according to actual requirements, and actual production is not facilitated.
In view of the above, there is a need for an improved top-contacting device and method for stope filling to solve the above problems.
Disclosure of Invention
The invention aims to provide a filling and roof-contacting device and a filling and roof-contacting method for an access stope, and solves the problems that roof contact is incomplete due to single-point blanking during access filling and roof contact, and blanking openings cannot be controlled and cannot be conveniently switched during multipoint blanking.
In order to achieve the purpose, the invention provides a filling and roof connecting device for an access stope, wherein the access stope comprises a transportation roadway, an access connected with the transportation roadway and a filling retaining wall arranged at the inlet end of the access, the filling and roof connecting device comprises a filling main pipe arranged at the top plate of the transportation roadway, at least three filling branch pipes with different lengths arranged at the top plate of the access, a three-way pipe and a switching gate valve arranged between the filling main pipe and the filling branch pipes; the filling retaining wall and the access road form a sealed space for bearing slurry; and the slurry enters the filling main pipe, and the blanking position of the slurry is adjusted by switching the switch of the gate valve to complete the filling top-contacting operation.
As a further improvement of the present invention, the filling branch pipes include three first filling branch pipes, second filling branch pipes, and third filling branch pipes which are different in length; and the discharge ports of the first filling branch pipe, the second filling branch pipe and the third filling branch pipe are respectively arranged at the inlet end, the middle part and the tail part of the access way according to the length of the access way.
As a further improvement of the invention, when filling operation is carried out, the first filling branch pipe, the second filling branch pipe and the third filling branch pipe are provided with at least one blanking opening for blanking, so that multi-pipe and multi-point simultaneous blanking or multi-pipe and multi-point step-by-step blanking is realized.
As a further improvement of the invention, a slant triangular space higher than the top plate of the access way is formed by properly topping the eyebrow line at the junction of the access way and the transportation roadway, and the upper end of the filling retaining wall is connected with the topping position of the eyebrow line of the access way.
As a further improvement of the invention, the filling branch pipe penetrates through the upper end of the filling retaining wall and extends into the access way, and the filling branch pipe is close to the top plate of the access way; the switching gate valve is arranged on one side, away from the access road, of the filling retaining wall.
As a further improvement of the invention, an overflow pipe is embedded at the top end of the filling retaining wall; the overflow pipe is higher than the top plate of the access way.
As a further improvement of the invention, the overflow pipe is obliquely embedded on the filling retaining wall, and one end of the overflow pipe, which is positioned in the access way, is lower than one end of the overflow pipe, which is positioned in the transportation roadway.
As a further improvement of the invention, the filling main pipe is fixed in the rock stratum of the top plate of the haulage roadway through a positioning anchor rope; and the filling branch pipe is fixed in the rock stratum of the access roof through a positioning anchor rod.
As a further improvement of the invention, the first filling branch pipe, the second filling branch pipe and the third filling branch pipe are positioned on the same horizontal plane and are parallel to the ground, so that the slurry is prevented from flowing backwards, and the material dumping is prevented.
The invention also provides a filling and roof-contacting method for the access stope, which adopts the filling and roof-contacting device for the access stope to carry out filling and roof-contacting operation and specifically comprises the following steps:
s1, opening a switching gate valve of a third filling branch pipe arranged at the tail part of the access path, filling slurry into the tail part of the access path, and stopping filling operation when the tail part of the access path reaches a preset filling amount;
s2, opening a switching gate valve of the second filling branch pipe distributed in the middle of the approach, filling slurry into the middle of the approach, and stopping filling operation when the middle of the approach reaches a preset filling amount;
s3, opening a switching gate valve of the first filling branch pipe arranged at the inlet end of the access, filling slurry into the inlet end of the access, and stopping filling operation when the inlet end of the access reaches a preset filling amount;
and S4, repeating the steps, sequentially filling slurry into the tail part, the middle part and the rest of the inlet end of the access path until slurry flows out of the overflow pipe, and indicating that the access path is filled and connected with the roof.
The invention has the beneficial effects that:
(1) According to the filling and roof-connecting device for the access stope, the discharge ports of three filling branch pipes with different lengths are respectively distributed at the inlet end, the middle part and the tail part of the access according to the length of the access, and multi-pipe and multi-point simultaneous blanking or multi-pipe and multi-point and multi-step blanking is realized by adjusting and switching gate valves according to the actual filling condition, so that the filling and roof-connecting effect is ensured.
(2) According to the filling and roof-connecting device for the access stope, the blanking process can be controlled at any time through switching the gate valve during blanking, the blanking port can be conveniently and rapidly switched, slurry is uniformly distributed in the stope, the operation is simple and convenient, and the roof-connecting effect is obvious.
(3) According to the filling and roof-connecting device for the access stope, the roof is jacked at the brow line position of the intersection of the access and the transportation roadway, and the formed inclined triangular space is favorable for full roof connection in filling and roof-connecting operation. In addition, an inclined overflow pipe is arranged on the filling retaining wall, and the arrangement of the overflow pipe is convenient for judging whether the filling and roof-contacting operation is finished or not and for observing the real-time filling condition.
(4) According to the method for filling and roof-connecting of the access stope, provided by the invention, slurry with the volume required by theory is conveyed at each blanking point according to the calculation of the volume of the dead zone and the volume of the slurry, and multi-pipe multi-point simultaneous blanking or multi-pipe multi-point step-by-step blanking is carried out by combining the theory and the reality, so that the purpose of fine roof-connecting is achieved.
Drawings
Fig. 1 is a schematic top structure diagram of the filling and roof-contacting device of the access stope.
Fig. 2 isbase:Sub>A sectional view taken along linebase:Sub>A-base:Sub>A of fig. 1.
Reference numerals
100-filling and roof connecting device for stope of approach; 1-a haulage roadway; 2-route entry; 3-filling the main pipe; 4-filling branch pipes; 5-switching a gate valve; 6-a three-way pipe; 7-filling the retaining wall; 8-an overflow pipe; 9-positioning the anchor rod; 10-point position anchor cable; 41-first filling branch; 42-second filling branch; 43-third filling leg; 51-a first switching gate valve; 52-second switching gate valve; 53-third switching gate valve; 54-fourth switching gate valve.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention will be described in detail with reference to the accompanying drawings and specific embodiments.
It should be noted that, in order to avoid obscuring the present invention with unnecessary details, only the structures and/or processing steps closely related to the aspects of the present invention are shown in the drawings, and other details not closely related to the present invention are omitted.
In addition, it should be further noted that the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Referring to fig. 1 to 2, the invention provides a filling and roof-contacting device 100 for an access stope, the access stope comprises a transportation roadway 1, an access 2 connected with the transportation roadway 1 and a filling retaining wall arranged at the inlet end of the access 2, the filling and roof-contacting device comprises a filling main pipe 3 arranged at the top plate of the transportation roadway 1, at least three filling branch pipes 4 with different lengths arranged at the top plate of the access 2, a three-way pipe 6 arranged between the filling main pipe 3 and the filling branch pipes 4 and a switching gate valve 5; the filling main pipe 3 is connected with the filling branch pipe 4 through a three-way pipe 6; the feed inlet end of each filling branch pipe 4 is provided with a switching gate valve 5; the filling retaining wall 7 forms a sealed space with the access way 2 for carrying slurry. So set up, when thick liquids got into filling branch pipe 4 by filling main pipe 3, can adjust the flow direction of thick liquids through the switch of switching gate valve 5, and then confirm the unloading position, finally realize the unloading of multitube multiple spot while or the unloading of multitube multiple spot substep.
In some embodiments, the filling branch 4 comprises three first, second and third filling branch tubes 41, 42, 43 of different lengths. The discharge ports of the first filling branch pipe 41, the second filling branch pipe 42 and the third filling branch pipe 43 are respectively arranged at the inlet end, the middle part and the tail part of the access road 2 according to the length of the access road 2, and the arrangement mode enables each filling branch pipe to fill stope areas with the same space size, so that the problem of uneven slurry filling caused by too long length of the access road 2 in the single-point blanking process is avoided. When filling operation is carried out, at least one blanking opening is arranged for blanking in the first filling branch pipe 41, the second filling branch pipe 42 and the third filling branch pipe 43, and multi-pipe multi-point simultaneous blanking or multi-pipe multi-point step-by-step blanking is realized.
As shown in fig. 2, in order to ensure that the access 2 is fully filled and abutted, the intersection of the access 2 and the haulage roadway 1 is appropriately jacked to form an inclined triangular space higher than the top plate of the access 2. The filling retaining wall 7 is built from the bottom plate of the access road 2 to the top of the brow line, and the sealing work of the contact part of the filling retaining wall 7 and the access road 2 is well done to prevent slurry leakage in the filling process.
The first filling branch pipe 41, the second filling branch pipe 42 and the third filling branch pipe 43 pass through the upper end of the filling retaining wall 7 (the contact parts of the two are sealed by mortar and other materials to prevent slurry leakage in the filling process) and extend into the access path 2, the part extending into the access path 2 is fixed in the rock stratum of the top plate of the access path 2 through the positioning anchor rod 9, and the first filling branch pipe 41, the second filling branch pipe 42 and the third filling branch pipe 43 are all close to the top plate of the access path 2 to fix the filling branch pipe 4 at the highest position in the access path 2 as far as possible, so as to ensure the filling effect (the switching gate valve 5 is arranged on one side of the filling retaining wall 7 far from the access path 2; as shown in fig. 1, the switching gate valve 5 comprises a first switching gate valve 51 and a third switching gate valve 53 arranged on the filling main pipe 3, a second switching gate valve 52 arranged at the feed port end of the first filling branch pipe 41 and a fourth switching gate valve 54 arranged at the feed port end of the second filling branch pipe 42). The first filling branch pipe 41, the second filling branch pipe 42 and the third filling branch pipe 43 are fixed by the cooperative action of the filling retaining wall 7 and the positioning anchor 9, increasing the stability thereof. In addition, the first filling branch pipe 41, the second filling branch pipe 42 and the third filling branch pipe 43 are positioned on the same horizontal plane and are parallel to the ground, so that the slurry is prevented from flowing backwards, and the material dumping is avoided.
The filling main pipe 3 is fixed in the rock stratum of the top plate of the haulage roadway 1 through a positioning anchor rope 10. The positioning anchor rods 9 and the positioning anchor cables 10 are common devices for fixing hanger pipelines in production, and various styles are concentrated in a pipeline design standard diagram for reference, and are not described again here and later.
An overflow pipe 8 is embedded at the top end of the filling retaining wall 7 and used as an indication signal for prompting whether the filling roof-contacting operation is completed or not. The overflow pipe 8 penetrates through the filling retaining wall 7 and is sealed by mortar and other materials, so that the leakage of the mortar in the filling process is prevented. Overflow pipe 8 sets up and chooses the department at the eyebrow line that is higher than the admission passage 2 top plate, and only when all being full of thick liquids in admission passage 2, thick liquids just can follow overflow pipe 8 and flow out, ensure to fill the effect. In addition, overflow pipe 8 slope is inlayed and is located and fill on the barricade 7, and overflow pipe 8 is located the low one end rather than being located the one end in haulage roadway 1 of one end in route 2, so sets up, and when thick liquids were higher than overflow pipe 8's exit end, the thick liquids just can flow out from overflow pipe 8, further guarantees to fill the effect.
The invention also provides a filling and roof-contacting method for the access stope, which can carry out multi-pipe multi-point simultaneous blanking or multi-pipe multi-point step-by-step blanking on the access 2.
In some embodiments, the multi-pipe multi-point step-by-step blanking of the inlet 2 specifically comprises the following steps:
s1, opening a first switching gate valve 51 and a third switching gate valve 53 of a third filling branch pipe 43 arranged at the tail of an access 2, closing a second switching gate valve 52 and a fourth switching gate valve 54, enabling slurry to flow from a filling main pipe 3 to the third filling branch pipe 43, filling the slurry into the tail of the access 2, and stopping filling operation when the tail of the access 2 reaches a preset filling amount (the preset filling amount is the theoretically required slurry volume when the tail area is filled to a position 0.5-1.0m away from a top plate of the access 2, and the filling amount can be obtained according to theoretical calculation);
s2, opening a first switching gate valve 51 and a fourth switching gate valve 54 of a second filling branch pipe 42 arranged in the middle of the access 2, closing a second switching gate valve 52 and a third switching gate valve 53, enabling slurry to flow from the filling main pipe 3 to the second filling branch pipe 42, filling the slurry into the middle of the access 2, and stopping filling operation when the middle of the access 2 reaches a preset filling amount (the preset filling amount is the theoretically required slurry volume when the middle area is filled to a position 0.5-1.0m away from a top plate of the access 2, and the filling amount can be obtained according to theoretical calculation);
s3, opening a second switching gate valve 52 of a first filling branch pipe 41 arranged at the inlet end of the access 2, closing a first switching gate valve 51, a third switching gate valve 53 and a fourth switching gate valve 54, enabling slurry to flow from the filling main pipe 3 to the first filling branch pipe 41, filling the inlet end of the access 2 with the slurry, and stopping filling operation when the inlet end of the access 2 reaches a preset filling amount (the preset filling amount is the theoretically required slurry volume when the inlet end area is filled to a position 0.5-1.0m away from the top plate of the access 2, and the filling amount can be obtained according to theoretical calculation);
and S4, repeating the steps, sequentially filling slurry into the tail part, the middle part and the rest part of the inlet end of the inlet 2 (the residual filling amount of each area can be obtained according to theoretical calculation), and indicating that the inlet 2 is filled and topped when slurry flows out from the overflow pipe 8.
In other embodiments, the multi-pipe and multi-point simultaneous blanking of the route 2 specifically includes the following steps:
s1, opening a first switching gate valve 51, a third switching gate valve 53 and a fourth switching gate valve 54, closing a second switching gate valve 52, enabling slurry to flow to a second filling branch pipe 42 and a third filling branch pipe 43 from a filling main pipe 3, simultaneously filling the middle part and the tail part of an access road 2 with the slurry, and stopping filling operation when the middle part and the tail part of the access road 2 reach preset filling amount (the preset filling amount is the theoretically required slurry volume when the middle part and the tail part are filled to a position 0.5-1.0m away from a top plate of the access road 2 in an area, and the filling amount can be obtained according to theoretical calculation);
and S2, opening a second switching gate valve 52, closing a first switching gate valve 51, a third switching gate valve 53 and a fourth switching gate valve 54, enabling the slurry to flow to the first filling branch pipe 41 from the filling main pipe 3, filling the slurry into the inlet end of the access path 2, and stopping filling operation when the inlet end of the access path 2 reaches a preset filling amount (the preset filling amount is the theoretically required slurry volume when the inlet end area is filled to a position 0.5-1.0m away from the top plate of the access path 2, and the filling amount can be obtained according to theoretical calculation).
And S3, repeating the steps, sequentially filling slurry into the tail part, the middle part and the rest part of the inlet end of the inlet 2 (the rest filling amount of each area can be obtained according to theoretical calculation), and indicating that the inlet 2 is filled and topped when slurry flows out from the overflow pipe 8.
In this embodiment, a multi-tube multi-point step-by-step blanking method is used to perform a top-filling operation in the case of a multi-metal ore. After the stope is mined, the actual empty area volume of the access road 2 is calculated to be 35m × 4m × 4m (length × width × height) by field measurement or by using a three-dimensional scanner or other tools, the first filling branch pipe 41, the second filling branch pipe 42 and the third filling branch pipe 43 are respectively distributed at the inlet end (6 m), the middle part (18 m) and the tail part (30 m) of the access road 2 according to the length (35 m) of the access road 2, and the filling amount required to be completed by the first filling branch pipe 41, the second filling branch pipe 42 and the third filling branch pipe 4 is calculated according to the volume of each area and slurry slump test experiments.
After the preparation work is ready, the filling operation is started, and the specific operation steps are as follows:
s1, opening a first switching gate valve 51 and a third switching gate valve 53, closing a second switching gate valve 52 and a fourth switching gate valve 54, enabling slurry to flow to a third filling branch pipe 43 from a filling main pipe 3, starting filling and topping operation on the tail of an access road 2, and stopping filling operation when the tail of the access road 2 reaches a preset filling amount (the preset filling amount is the theoretically required slurry volume when the tail area is filled to a position 0.5m away from the top plate of the access road 2, and the filling amount can be obtained according to theoretical calculation);
s2, opening a first switching gate valve 51 and a fourth switching gate valve 54, closing a second switching gate valve 52 and a third switching gate valve 53, enabling slurry to flow to a second filling branch pipe 42 from a filling main pipe 3, starting filling and roof-contacting operation on the middle part of the access road 2, and stopping filling operation when the middle part of the access road 2 reaches a preset filling amount (the preset filling amount is the theoretically required slurry volume when the middle area is filled to a position 0.5m away from the top plate of the access road 2, and the filling amount can be obtained according to theoretical calculation);
s3, finally, opening a second switching gate valve 52, closing a first switching gate valve 51, a third switching gate valve 53 and a fourth switching gate valve 54, enabling slurry to flow to a first filling branch pipe 41 from a filling main pipe 3, starting to perform filling and roof-contacting operation on the inlet end of the access 2, and stopping filling operation when the inlet end of the access 2 reaches a preset filling amount (the preset filling amount is the theoretically required slurry volume when the inlet end area is filled to a position 0.5m away from the top plate of the access 2, and the filling amount can be obtained according to theoretical calculation);
and S4, repeating the steps, respectively filling the rest parts of the tail part, the middle part and the inlet end of the inlet 2 (the volume of the slurry required for filling each area can be known through theoretical calculation), and indicating that the inlet 2 is filled and connected with the roof when the slurry flows out from the overflow pipe 8.
In summary, according to the filling and roof-contacting device and the filling and roof-contacting method for the stope, the feed openings of three filling branch pipes with different lengths are respectively distributed at the inlet end, the middle part and the tail part of the stope according to the length of the stope, and multi-pipe and multi-point simultaneous feeding or multi-pipe and multi-point distributed feeding is carried out according to actual conditions by adjusting a switching gate valve, so that the filling and roof-contacting effect is ensured; during blanking, the blanking process can be controlled at any time through switching the gate valve, and the blanking port can be conveniently and fast switched, so that slurry is uniformly distributed in a stope, the operation is simple and convenient, and the roof-contacting effect is obvious; in the filling process, slurry with the volume required by theory is conveyed at each blanking point according to the calculation of the volume of the empty area and the volume of the slurry, and the theory is combined with the reality to achieve the purpose of fine roof contact; and the top is raised at the brow line at the junction of the approach and the transportation roadway, and the inclined overflow pipe is arranged on the filling retaining wall, so that whether the filling and top-contacting operation is finished or not can be conveniently judged, the real-time filling condition can be conveniently observed, and the top-contacting effect of the filling and top-contacting operation is facilitated.
Although the present invention has been described in detail with reference to the preferred embodiments, it will be understood by those skilled in the art that various changes may be made and equivalents may be substituted for elements thereof without departing from the spirit and scope of the present invention.
Claims (2)
1. A method for filling and roof-contacting of an access stope is characterized by comprising the following steps: the method for filling and roof-contacting the access stope is implemented by adopting a filling and roof-contacting device; the access stope comprises a transportation roadway (1), an access (2) connected with the transportation roadway (1) and a filling retaining wall (7) arranged at the inlet end of the access (2), wherein the filling roof connecting device comprises a filling main pipe (3) arranged at the top plate of the transportation roadway (1), at least three filling branch pipes (4) with different lengths arranged at the top plate of the access (2), a three-way pipe (6) and a switching gate valve (5) which are arranged between the filling main pipe (3) and the filling branch pipes (4); the filling retaining wall (7) and the access way (2) form a sealed space for bearing slurry; the slurry enters the filling main pipe (3), and the blanking position of the slurry is adjusted through the switch of the switching gate valve (5) to complete filling and top-contacting operation;
the filling branch pipe (4) penetrates through the upper end of the filling retaining wall (7) and extends into the access way (2), and the filling branch pipe (4) is close to the top plate of the access way (2); the contact part of the filling branch pipe (4) and the filling retaining wall (7) is sealed by mortar; the filling branch pipes (4) comprise three first filling branch pipes (41), second filling branch pipes (42) and third filling branch pipes (43) with different lengths; the discharge ports of the first filling branch pipe (41), the second filling branch pipe (42) and the third filling branch pipe (43) are respectively arranged at the inlet end, the middle part and the tail part of the inlet path (2) according to the length of the inlet path (2); the first filling branch pipe (41), the second filling branch pipe (42) and the third filling branch pipe (43) are positioned on the same horizontal plane and are parallel to the ground, so that the slurry is prevented from flowing backwards, and the material is prevented from being poured; when filling operation is carried out, at least one blanking opening is arranged on the first filling branch pipe (41), the second filling branch pipe (42) and the third filling branch pipe (43) for blanking, so that multi-pipe multi-point simultaneous blanking or multi-pipe multi-point step-by-step blanking is realized;
the switching gate valve (5) is arranged on one side, far away from the access path (2), of the filling retaining wall (7), and the switching gate valve (5) comprises a first switching gate valve (51) and a third switching gate valve (53) which are arranged on the filling main pipe (3), a second switching gate valve (52) which is arranged at the feed inlet end of the first filling branch pipe (41) and a fourth switching gate valve (54) which is arranged at the feed inlet end of the second filling branch pipe (42);
properly jacking at the eyebrow line position of the junction of the access (2) and the transportation roadway (1) to form an inclined triangular space higher than the top plate of the access (2), wherein the upper end of the filling retaining wall (7) is connected with the eyebrow line jacking position of the access (2);
an overflow pipe (8) is embedded at the top end of the filling retaining wall (7), and the overflow pipe (8) is higher than a top plate of the access way (2); the overflow pipe (8) is obliquely embedded on the filling retaining wall (7), and one end of the overflow pipe (8) positioned in the access way (2) is lower than one end of the overflow pipe positioned in the transportation roadway (1);
the method for filling and roof-contacting the access stope comprises the following steps:
s1, opening the first switching gate valve (51) and the third switching gate valve (53) of the third filling branch pipe (43) distributed at the tail of the access path (2), closing the second switching gate valve (52) and the fourth switching gate valve (54), enabling slurry to flow from the filling main pipe (3) to the third filling branch pipe (43), filling the tail of the access path (2) with the slurry, and stopping filling operation when the tail of the access path (2) reaches a preset filling amount; the preset filling amount is the theoretically required slurry volume when the tail area is filled to a position 0.5-1.0m away from the top plate of the access way (2), and the filling amount can be obtained by theoretical calculation;
s2, opening the first switching gate valve (51) and the fourth switching gate valve (54) of the second filling branch pipe (42) arranged in the middle of the access way (2), closing the second switching gate valve (52) and the third switching gate valve (53), enabling slurry to flow from the filling main pipe (3) to the second filling branch pipe (42), filling the middle of the access way (2) with the slurry, and stopping filling operation when the middle of the access way (2) reaches a preset filling amount; wherein the preset filling amount is the theoretically required slurry volume when the middle area is filled to a position 0.5-1.0m away from the top plate of the access way (2), and the filling amount can be obtained by theoretical calculation;
s3, opening the second switching gate valve (52) of the first filling branch pipe (41) arranged at the inlet end of the access way (2), closing the first switching gate valve (51), the third switching gate valve (53) and the fourth switching gate valve (54), enabling slurry to flow to the first filling branch pipe (41) from the filling main pipe (3), filling the inlet end of the access way (2) with the slurry, and stopping filling operation when the inlet end of the access way (2) reaches a preset filling amount; wherein the preset filling amount is theoretically required slurry volume when the inlet end area is filled to a position 0.5-1.0m away from the top plate of the access way (2), and the filling amount can be obtained by theoretical calculation;
and S4, repeating the steps, filling slurry into the tail part, the middle part and the rest of the inlet end of the access path (2), wherein the rest filling amount of each area can be obtained according to theoretical calculation, and when slurry flows out from the overflow pipe (8), indicating that the access path (2) is filled and connected with the roof.
2. The filling and roof-contacting method for an access stope according to claim 1, wherein: the filling main pipe (3) is fixed in a rock stratum of a top plate of the transportation roadway (1) through a positioning anchor cable (10); the filling branch pipe (4) is fixed in a rock stratum of a top plate of the access way (2) through a positioning anchor rod (9).
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| JPH11131574A (en) * | 1997-10-31 | 1999-05-18 | Sekisui Chem Co Ltd | Installation of underground piping with fitting pipe |
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| CN106050300B (en) * | 2016-07-07 | 2017-12-01 | 山东黄金矿业(莱州)有限公司焦家金矿 | A kind of Tight filling method for owing to adopt to route superelevation on |
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| CN111472835B (en) * | 2020-04-30 | 2021-08-24 | 南京银茂铅锌矿业有限公司 | Comprehensive filling and roof connecting method for stoping access |
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